HomeMy WebLinkAboutApproved - 4.25.25PO
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
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M.MERS
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EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
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CHRI
M.MERS
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EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
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CHRI
M.MERS
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
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M.MERS
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EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
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CHRI
M.MERS
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HOT
EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
PO
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CHRI
M.MERS
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HOT
EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
PO
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100
SIGN
3/8"
T
O
1/2"
R
.
3/8"3/8"
3/8"
T
O
1/2"
R
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A
04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
PO
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CHRI
M.MERS
T
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HOT
EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
PO
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CHRI
M.MERS
T
R
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HOT
EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
PO
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CHRI
M.MERS
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EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
PO
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CHRI
M.MERS
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EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
PO
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CHRI
M.MERS
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EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
PO
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CHRI
M.MERS
T
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HOT
EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
PO
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CHRI
M.MERS
T
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HOT
EP
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04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
R2
R2
R2
R2
R2R2
R1
R1
R1
1
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2
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14
4
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8
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SYMBOL DESCRIPTION
Concrete Walkway
5 ft. min. width
Asphalt Path
5 ft. width
Pickleball Court
Perimeter Landscaping
8 ft. min. width
Bioretention Area
See Civil plans for soil depth information.
Play Structure
Landscape Structures 7561
Designed for Ages: 2-5
Play Structure
Landscape Structures 7115
Designed for Ages: 5-12
6x6 Pressure Treated Timber Border
Cedar Wood Chips
Barbecue Picnic Area
Picnic Table
Park Bench
Placement Boulder
2-3 Man size minimum
Chain Link Fence
4 ft. ht.
Hydroseed Lawn
Eco Lawn Seed Mix
60%* Perennial Ryegrass (Lolium perenne)
15%* Hard Fescue (Festuca brevipila)
8%* Common Yarrow (Achillea millefolium)
3%* Sweet Alyssum (Lobularia maritium)
8%* White Clover (Trifolium repens)
6%* Strawberry Clover (Trifolium fragiferum)
* percentages by weight
Seeding rate: 3 lbs/1,000 s.f.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
REFERENCE NOTES SCHEDULE
SYMBOL BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY
TREES
Acer circinatum Vine Maple 2" Cal.4
Acer tataricum 'JFS-KW2'Rugged Charm Tatarian Maple 2" Cal.9
Chamaecyparis nootkatensis 'Pendula' Weeping Alaska Cedar 6` ht. min.11
Cladrastis kentukea American Yellowwood 2" Cal.5
Cornus kousa Kousa Dogwood 2" Cal.3
Malus x 'Adirondack'Adirondack Crabapple 2" Cal.2
Picea omorika Serbian Spruce 6` ht. min.7
Pinus contorta Shore Pine 6` ht. min.8
Pinus flexilis 'Vanderwolf's Pyramid' Vanderwolf's Pyramid Limber Pine 6` ht. min.2
Quercus rubra Red Oak 2" Cal.B&B 9
Styrax japonicus Japanese Snowbell 2" Cal.B&B 17
Thuja plicata `Excelsa`Western Red Cedar 6` ht. min.9
SHRUBS
Arbutus unedo 'Compacta'Compact Strawberry Tree 5 gal.Cont.1
Berberis thunbergii 'Concorde'Concorde Japanese Barberry 2 gal.Cont.64
Cistus x purpureus Orchid Rockrose 3 gal.Cont.12
Cotoneaster dammeri Bearberry Cotoneaster 4" pot 407
Juniperus squamata 'Blue Star'Blue Star Juniper 2 gal.Cont.42
Mahonia aquifolium 'Compacta'Compact Oregon Grape 3 gal.Cont.90
Miscanthus sinensis 'Little Kitten' Little Kitten Maiden Grass 1 gal.Cont.20
Myrica californica Pacific Wax Myrtle 5 gal.Cont.33
Osmanthus x burkwoodii Burkwood Osmanthus 5 gal.Cont.6
Picea abies 'Nidiformis'Bird's Nest Norway Spruce 3 gal.Cont.34
Pinus mugo 'Slowmound'Slowmound Mugo Pine 2 gal.Cont.30
Potentilla fruticosa 'Red Ace'Red Ace Potentilla 2 gal.Cont.56
Rhododendron x 'P.J.M. Compact' PJM Compact Rhododendron 5 gal.Cont.3
Rhododendron x 'Solidarity'Solidarity Rhododendron 5 gal.Cont.6
Salvia nemorosa 'Caradonna'Cardonna Meadow Sage 1 gal.Cont.33
Sesleria autumnalis Autumn Moor Grass 1 gal.Cont.190
Symphoricarpos x chenaultii `Hancock` Hancock Coralberry 1 gal Cont.109
BIORETENTION ZONE 1
Carex obnupta Slough Sedge 1 gal.Cont.143
Juncus effusus Soft Rush 1 gal.Cont.103
Salix purpurea 'Nana'Dwarf Purple Osier Willow 3 gal.Cont.15
Spiraea douglasii Western Spirea 2 gal.Cont.57
BIORETENTION ZONE 2
Acer circinatum Vine Maple 5 gal.Cont.6
Amelanchier alnifolia Serviceberry 5 gal.Cont.8
Rosa rugosa Rugosa Rose 2 gal.Cont.42
Symphoricarpos albus Common White Snowberry 2 gal.Cont.72
BIORETENTION ZONE 3
Arctostaphylos uva-ursi Kinnikinnick 1 gal.Cont.168
Helictotrichon sempervirens Blue Oat Grass 1 gal.Cont.34
Rudbeckia hirta Black-eyed Susan 1 gal.Cont.59
R1
R2
PLANT SCHEDULE
contact.
landscape architect.
1910 4th Ave. E, PMB 242
Olympia, WA 98506
Madrona Grove Design
360.252.9294
roland@madronagrovedesign.com
project.
title.
drawn by.
revision.
date.
scale.
sheet.
Rainier View
Estates
SECTION 24 TOWNSHIP 17N RANGE 01W, W.M.
PARCEL #: 21724420501
9910 Durant Street SE, Yelm, WA 98597
Landscape Plan
RK
06/25/24
1" = 20'
L1.0
of1 4
NORTH1. Contractor shall be responsible for meeting all local codes & ordinances.
2. See Street Tree Planting Detail sheet L2.0.
landscape sheet notes.0 20 40
SCALE: 1" = 20'-0"
MA
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0
L1.0 L2.0
key map
SCALE: 1" = 100'
Play Structure Ages 2-5
Play Structure Ages 5-12
03/13/25Site Plan Changes1
2
2
2
04/23/25City Comments2
Accent Tree - Small
Large Tree 2
2
2
2
2
04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
15 15
15 15
15
15
15
15
PLANT SPACING
NOT TO SCALE
NOTES:
SHRUB PLANTING
NOT TO SCALE
NOTES:
1 gal. cont. & larger
CONIFER TREE PLANTING
NOT TO SCALE - NOT FOR STREET TREES
NOTES:
DECIDUOUS TREE PLANTING
NOT TO SCALE - NOT FOR STREET TREES
NOTES:
TREE PLANTING ON SLOPE
NOT TO SCALE
NOTES:
SLOPE 5% (20:1) TO 50% (2:1)
MA
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1
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0
L1.0 L2.0
contact.
landscape architect.
1910 4th Ave. E, PMB 242
Olympia, WA 98506
Madrona Grove Design
360.252.9294
roland@madronagrovedesign.com
project.
title.
drawn by.
revision.
date.
scale.
sheet.
Rainier View
Estates
SECTION 24 TOWNSHIP 17N RANGE 01W, W.M.
PARCEL #: 21724420501
9910 Durant Street SE, Yelm, WA 98597
RK
03/13/25
06/25/24
1" = 20'
L2.0
of2 4
NORTH1. Contractor shall be responsible for meeting all local
codes & ordinances.
2. See Plant Schedule sheet L1.0 for more information.
3. See Street Tree Planting Detail this sheet.
landscape sheet notes.
0 20 40
SCALE: 1" = 20'-0"
key map
SCALE: 1" = 100'
Landscape Plan
Site Plan Changes1
2
04/23/25City Comments2
04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
2.0
2.02.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
4.0
4.0
T
KK
MM
T
T
K
K
M
T M
T
T
M
M
M
T
T
M
S
S
S
S
S
S
RL
M
MM
T
T
M
M
T
T
T M
L M
B K
K
K
O
KB
K
K
K
K
M
R
B
B
B
B
B
Y
R
T
M
M
M
M
K
K
M
M
M
M
M
M
B
T
T
M
K
M
K
K
O
M
BF
3 4"
1"
3 4"
3 4"3 4"
3 4"3 4"
3 4"
3 4"
1"3 4"
3 4"
3 4"
3 4"
1"
114"
114"
3 4"
3 4"
1"3 4"
3 4"
3 4"
4"
112"
4"
4"
4"
112"
6"
11 2"
4"
4"
112"
1"
112"
112"
112"
4"
4"4"
4"
2
12.91"
3
7.561"
4
9.131"
5
8.091"
6
6.551"
7
6.861"
8
5.851"
9
13.41"
10
81"
11
12.61"
12
15.91"
13
8.191"
14
161"
15
121"
3 4"1"
3 4"
C S
1"B
Point of Connection at new 1" Irrigation
Meter. System designed for 75 psi static
pressure. Coordinate with General
Contractor if pressure varies more than 5 psi.
L
R
T
T
M
L
L
L
L
L
L S
3 4"
1"
1"
3 4"
3 4"3 4"3 4"
1
21.4112"
3 4"
114"
1"
3 4"
114"
114"
114"114"
3 4"
1"
3 4"
1"
3 4"112"
112"
4"4"
112"
4"
4"
4"4"
114"
114"
3
4"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter MP Corner PROS-06-PRS40-CV
Turf Rotator, 6in. pop-up with factory installed check
valve, pressure regulated to 40 psi, MP Rotator nozzle on
PRS40 body. T=Turquoise adj arc 45-105.
Hunter MP Strip PROS-06-PRS40-CV
Turf Rotator, 6in. pop-up with factory installed check
valve, pressure regulated to 40 psi, MP Rotator nozzle on
PRS40 body. LCS=Ivory left strip, SS=Brown side strip,
RCS=Copper right strip.
Hunter MP1000 PROS-06-PRS40-CV
Turf Rotator, 6in. pop-up with check valve, pressure
regulated to 40 psi, MP Rotator nozzle on PRS40 body.
M=Maroon adj arc 90 to 210, L=Light Blue 210 to 270 arc,
O=Olive 360 arc.
Hunter MP2000 PROS-06-PRS40-CV
Turf Rotator, 6in. pop-up with factory installed check
valve, pressure regulated to 40 psi, MP Rotator nozzle on
PRS40 body. K=Black adj arc 90-210, G=Green adj arc
210-270, R=Red 360 arc.
Hunter MP3000 PROS-06-PRS40-CV
Turf Rotator, 6in. pop-up with factory installed check
valve, pressure regulated to 40 psi, MP Rotator nozzle on
PRS40 body. B=Blue adj arc 90-210, Y=Yellow adj arc
210-270, A=Gray 360 arc.
Hunter MP2000 PROS-12-PRS40-CV
Shrub Rotator, 12in. pop-up with check valve, pressure
regulated to 40 psi, MP Rotator nozzle. K=Black adj arc
90-210, G=Green adj arc 210-270, R=Red 360 arc on PRS40
body.
Hunter MP3000 PROS-12-PRS40-CV
Shrub Rotator, 12in. pop-up with check valve, pressure
regulated to 40 psi, MP rotary nozzle. B=Blue adj arc
90-210, Y=Yellow adj arc 210-270, A=Gray 360 arc on
PRS40 body.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter PGP-12-CV 2.0
Shrub Rotor, 12in. Pop-Up. Adjustable to Full Circle. With
Drain Check Valve.
Hunter PGP-12-CV 4.0
Shrub Rotor, 12in. Pop-Up. Adjustable to Full Circle. With
Drain Check Valve.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter ICZ-101-25-LF
Drip Control Zone Kit. 1in. ICV Globe Valve with 1in. HY100
filter system. Pressure Regulation: 25 psi. Flow Range: .5
GPM - 15 GPM. 150 mesh stainless steel screen.
Hunter ICZ-151-XL-40
Drip Control Zone Kit. 1-1/2in. ICV Globe Valve with 1in.
HY100 filter system. Pressure Regulation: 40psi. Flow
Range: 20 GPM to 60 GPM. 120 mesh stainless steel
screen. 1-1/2in. inlet x single 2in. outlet
Pipe Transition Point above grade
Pipe transition point from PVC lateral to drip tubing with
riser to above grade installation.
Area to Receive Dripline
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LCS RCSSS
M L O
K G R
B Y A
2000
3000
2.0
4.0
IRRIGATION SCHEDULE
NUMBER MODEL SIZE TYPE GPM
1 Hunter ICZ-151-XL-40 1-1/2"Area for Dripline 21.36
2 Hunter ICV-G 1"Turf Rotary 12.86
3 Hunter ICZ-101-25-LF 1"Area for Dripline 7.56
4 Hunter ICZ-101-25-LF 1"Area for Dripline 9.13
5 Hunter ICV-G 1"Turf Rotary 8.09
6 Hunter ICZ-101-25-LF 1"Area for Dripline 6.55
7 Hunter ICV-G 1"Turf Rotary 6.86
8 Hunter ICZ-101-25-LF 1"Area for Dripline 5.85
9 Hunter ICV-G 1"Turf Rotary 13.36
10 Hunter ICZ-101-25-LF 1"Area for Dripline 8
11 Hunter ICZ-101-25-LF 1"Area for Dripline 12.62
12 Hunter ICV-G 1"Turf Rotary 15.9
13 Hunter ICV-G 1"Shrub Rotary 8.19
14 Hunter ICV-G 1"Shrub Rotor 16
15 Hunter ICV-G 1"Shrub Rotor 12
VALVE SCHEDULE
112"
L
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L
L
L
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L S S
S SSS
4"4"4"4"4"
4"4"4"4"4"4"
4"
3 4"
3 4"
3 4"
4"
3 4"
Area to Receive Dripline
Netafim TLCV-06-18
Techline Pressure Compensating Landscape Dripline
with Check Valve. 0.6 GPH emitters at 18" O.C. Dripline
laterals spaced at 18" apart, with emitters offset for
triangular pattern. 17mm.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Hunter ICV-G
1in. Plastic Electric Remote Control Valves, Globe
Configuration, with NPT Threaded Inlet/Outlet.
Febco 850 1-1/2"
Double Check Backflow prevention, 1-1/2 in.
Hunter I2C-1600-SS
16 Station Outdoor Modular Controller. With one ICM-800
Module. Commercial Use. Stainless Steel Cabinet.
Hunter WSS
Wireless Solar, Rain and Freeze Sensor, install per
Manufacturer's Instructions. Includes 10 year lithium
battery and rubber module cover, and gutter mount
bracket.
Water Meter 1"
Irrigation Lateral Line: PVC Class 200 SDR 21
Irrigation Mainline: PVC Schedule 40
Pipe Sleeve: PVC Class 200 SDR 21
BF
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Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
x"
1. Contractor to meet all local codes & ordinances.
2. Landscape Contractor shall test available static water
pressure prior to beginning any work. Provide written test
results to Landscape Architect.
3. Irrigation plan is diagrammatic. Field adjust to reflect
actual field conditions. All piping, laterals, and wire to be
located in bed or lawn areas where appropriate.
4. Landscape Contractor shall provide a complete and
functional irrigation system as indicated on the irrigation
plans.
5. Pipe sizes are to remain constant between pipe size
call-outs.
6. Locate all mainlines within the project limits.
7. Verify controller location with general contractor/Owner.
8. General contractor to provide 120V power to the
controller.
9. General contractor to provide conduit from controller to
the landscape.
10. Landscape contractor to coordinate & install sleeving with
General Contractor.
11. The Property Owner is responsible for maintaining all
plants in a healthy growing condition for the life of the
project.
12. Landscape Contractor shall provide as many lateral to drip
connections as is necessary to provide a functional system
and adequate water delivery to plants. See manufacturer
guidelines for more information.
13. Landscape Contractor shall provide an "As-Built" set of
plans and valve chart to Owner upon completion of
project.
IRRIGATION SHEET NOTES
contact.
landscape architect.
1910 4th Ave. E, PMB 242
Olympia, WA 98506
Madrona Grove Design
360.252.9294
roland@madronagrovedesign.com
project.
title.
drawn by.
revision.
date.
scale.
sheet.
Rainier View
Estates
SECTION 24 TOWNSHIP 17N RANGE 01W, W.M.
PARCEL #: 21724420501
9910 Durant Street SE, Yelm, WA 98597
Irrigation Plan
RK
03/13/25
1" = 20'
L3.0
of3 4
NORTH
1. Contractor shall be responsible for meeting all local codes & ordinances.
2. See sheet L4.0 for Irrigation Details.
irrigation sheet notes.
0 20 40
SCALE: 1" = 20'-0"
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04/23/25City Comments2
2
2
2
04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026
WELL
COMPACTED
SUBGRADECONTINUOUS BRICK OR
PRESSURE TREATED
LUMBER AROUND BASE
SCH. 40 MALE ADAPTER
CLEAN DRAIN ROCK
BOX TO CLEAR PIPE
BY 1" MIN. (TYP.)
TOP OF VALVE BOX
SHALL BE FLUSH
WITH FINISH GRADE
STANDARD VALVE
BOX (18" DEPTH)
SCH. 40
MALE
ADAPTER
NOT TO SCALE
BALL VALVE
NOTES:
1. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL.
2. ALL PIPE AND FITTINGS WILL BE SCHEDULE 40 PVC, EXCEPT UNIONS AND NIPPLES.
3. VALVE BOX SHALL NOT REST ON PIPES. PROVIDE 1" CLEAR AROUND ALL PIPES.
COMPACTED
NOT TO SCALE
DOUBLE CHECK VALVE
IRRIGATION VALVE BOX.
REFER TO IRRIGATION
SHEET NOTES OR
SPECIFICATIONS
1 2" WIRE CLOTH GOPHER
SCREEN. WRAP UP SIDES.
6"-12", CLEAN DRAIN ROCK
DOUBLE CHECK VALVE ASSEMBLY
PVC MAINLINE
TO IRRIGATION SYSTEM
FINISH GRADE AT LIP OF
BOX IN TURF AND
PAVED AREAS. 1" BELOW
LIP IN ALL OTHER
AREAS.
VALVE BOX COVER
NOTES:
1. IF IRRIGATION SYSTEM IS TAPPED OFF OF A DOMESTIC SERVICE LINE, A HEAVY DUTY HAND BALL
VALVE MUST BE INSTALLED IN AN OFFSET VALVE BOX (CARSON MODEL 1419 OR EQUAL) WITHIN 18"
BEFORE THE DOUBLE CHECK VALVE ASSEMBLY.
2. HEAVY DUTY HAND BALL VALVE MUST BE INSTALLED AT THE WATER SUPPLY LINE DEPTH, I.E. BELOW
THE FROST LINE. VALVE BOX EXTENSIONS AS NECESSARY TO EXTEND VALVE BOX DEPTH.
SxM PVC UNION, SCH. 80
(ON BOTH SIDES OF
DOUBLE CHECK)
NOT TO SCALE
IRRIGATION TRENCH
FINISH GRADE
TRENCH BACKFILL PER
SPECIFICATIONS
TRACE WIRE TAPED
TO TOP OF MAINLINE
@ 10' O.C.
CONTROL WIRE
TAPED TO BOTTOM OF
MAINLINE @ 10' O.C.
MAINLINE PIPING
LATERAL LINE PIPING
910
1419
1324
6"
6"
6"
12"
6"
12"
6"
12"
NOT TO SCALE
VALVE BOX INSTALLATION
VALVE BOXES (TYPICAL)
EDGE OF PLANTING
BED OR LAWN AREA
EDGE OF PAVING
OR GRAVEL AREA
1419
NOTES:
1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERVICING.
2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.
3. AVOID OVER COMPACTING SOIL AROUND VALVE BOXES TO PREVENT
COLLAPSE AND DEFORMATION OF VALVE BOXES.
contact.
landscape architect.
1910 4th Ave. E, PMB 242
Olympia, WA 98506
Madrona Grove Design
360.252.9294
roland@madronagrovedesign.com
project.
title.
drawn by.
revision.
date.
scale.
sheet.
Rainier View
Estates
SECTION 24 TOWNSHIP 17N RANGE 01W, W.M.
PARCEL #: 21724420501
9910 Durant Street SE, Yelm, WA 98597
RK
03/13/25
1" = 20'
L4.0
of4 4
1. Contractor shall be responsible for meeting all local
codes & ordinances.
2. See sheet L3.0 for Irrigation Plan, Irrigation Schedule
and Valve Schedule.
irrigation sheet notes.
Irrigation Details
ICZ-101 DRIP CONTROL ZONE WITH UNIONS
1 1/2" = 1'-0"
18-24" COILED WIRE
WATERPROOF CONNECTORS (2)
DRIP ZONE KIT
MODEL ICZ-101-XX WITH
FILTER (TIP 45 DEGREES)
REGULATOR 25 OR 40 PSI
FINISH GRADE
JUMBO VALVE BOX
SCH 80 T.O.E. NIPPLE (2)
MAIN LINE PIPE & FITTINGS
BRICK SUPPORTS (4)
3/4" MINUS WASHED GRAVEL
PVC SLIP UNIONS (2)
1 FX-IR-HUNT-DRIP-17
ICV 1" GLOBE VALVE
1 1/2" = 1'-0"
18-24" COILED WIRE
WATERPROOF CONNECTORS (2)
REMOTE CONTROL VALVE
MODEL ICV-101G
FINISH GRADE
STANDARD VALVE BOX
MAIN LINE PIPE & FITTINGS
SCH 80 T.O.E. NIPPLE
BRICK SUPPORTS (4)
3/4" MINUS WASHED GRAVEL
2 FX-IR-HUNT-VALV-14
PROS-06-PRS40-CV MP ROTATOR SPRINKLER (1)
3" = 1'-0"
FINISH GRADE
MODEL PROS-06-PRS40-CV
WITH 'CV' OPTION INSTALLED
SCH 80 NIPPLE
LATERAL TEE OR ELL
LATERAL PIPE
1/2" PVC STREET ELLS (3)
3 FX-IR-HUNT-SPRA-77
PROS-12-PRS40-CV MP ROTATOR SPRINKLER (1)
3" = 1'-0"
FINISH GRADE
MODEL PROS-12-PRS40-CV
WITH 'CV' OPTION INSTALLED
SCH 80 NIPPLE
LATERAL TEE OR ELL
LATERAL PIPE
1/2" PVC STREET ELLS (3)
4 FX-IR-HUNT-SPRA-84
PVC MAINLINE.
CENTER FEED EXAMPLEEND FEED EXAMPLE
TYPICAL OFFSET
2" FROM
HARDSCAPE, 4"
FROM PLANTED
AREA.
TYPICAL OFFSET 2" FROM
HARDSCAPE, 4" FROM
PLANTED AREA.
TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
TECHLINE FLOW PER 100 FEET
TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME
TYPICAL TECHLINE TUBING
LATERALS WITH EMITTER
SPACING AS NOTED.
STAPLE (TLS6) AT ALL TEES,
ELLS, AND AT 5' O.C. AT
CLAY, 4' O.C. AT LOAM, OR
3' O.C. AT SAND.
POLYETHYLENE OR PVC
SUPPLY HEADER, SIZE AS
PER HEADER SIZING CHART.
MANUAL LINE FLUSHING
VALVE PLUMBED TO
EXHAUST HEADER, AS FAR
FROM THE SUPPLY
HEADER AS POSSIBLE.
FLUSHING VALVE AT
EACH EXHAUST END.
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TYPICAL VALVE, FILTER,
PRESSURE REGULATOR.
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STEP 1: ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER.
STEP 2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100.
STEP 3: LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE CHART
"TECHLINE FLOW PER 100 FEET". MULTIPLY THIS GPM NUMBER TIMES THE UNITS OF
100 FEET FOR THE TOTAL GPM AT THIS HEADER.
STEP 4: SIZE THE HEADER WITH THE FOLLOWING:
1 TO 6 GPM: 3/4" HEADER.6 TO 10 GPM: 1" HEADER.
10 TO 20 GPM: 1 1/4" HEADER.20 TO 30 GPM: 1 1/2" HEADER.
SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS)
TYPICAL NETAFIM TECHLINE CV REQUIREMENTS
N.T.S.
LAYOUTISLAND
ODD CURVESIRREGULAR BRANCHING OUT LATERALS JOINING LATERALS
SUPPLY
HEADER
EXHAUST
HEADER
CHECK LONGEST
LATERAL AGAINST
CHART FOR MAX.
LENGTH OF SINGLE
LATERAL
TOTAL THE COMBINED
LENGTH OF THESE LATERALS
AND COMPARE TO THE
CHART FOR MAX. LENGTH OF
SINGLE LATERAL.
AREAS: TRIANGULARIRREGULAR
SLOPE FEED LAYOUT
MANUAL LINE FLUSHING VALVE.
TECHLINE CV LATERAL TUBING.
LATERALS PARALLEL TO THE
CONTOURS OF THE SLOPE.
PVC EXHAUST HEADER.
TOE OF
SLOPE.
TOP OF SLOPE.
PVC SUPPLY
HEADER.
REMOTE CONTROL
VALVE ASSEMBLY.
54" MAXIMUM ELEV.
CHANGE WITHOUT
CHECK VALVE. IF
GREATER, INSTALL INLINE
CHECK VALVES EVERY 54"
IN ELEV. CHANGE.
BOTTOM 1/3 OF SLOPE:
CONVENTIONAL SPACING
PLUS 25%.
TOP 2/3 OF SLOPE:
CONVENTIONAL
SPACING.
TOTAL LENGTH OF TECHLINE TUBING
IN THIS AREA CAN NOT EXCEED THE
MAX. LENGTH OF RUN.
TYPICAL START CONNECTION
ON EXHAUST HEADER.
TYPICAL START CONNECTION ON
SUPPLY HEADER.
SEE
SUB-HEADER
DETAIL.
TYPICAL TECHLINE START
CONNECTION.
PARKING ISLAND TYPICAL LAYOUT
MANUAL LINE
FLUSHING
VALVE PLUMBED
TO PVC OR POLY
HEADER.
WATER SOURCE:
DRIP VALVE OR
LATERAL FROM
VALVE.
TYPICAL
SUPPLY PIPE.
TYPICAL TECHLINE
DRIPPER LINE
TUBING.
TYPICAL PVC OR
POLY SUPPLY OR
EXHAUST HEADER.
FX-IR-NETA-DRIP-02
04/23/25City Comments
04/25/2025
Expires
Approved for Construction
Civil Review Engineer
Reza R. Roukerd
04/25/2026